首页|陈四楼煤矿地面定向钻孔超前区域治理底板岩溶水害技术

陈四楼煤矿地面定向钻孔超前区域治理底板岩溶水害技术

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为了进一步提高极复杂地质构造下矿井底板岩溶水害区域治理技术的有效性,降低底板突水的危险性,解决矿井区域水害治理过程中面临的太原组上段灰岩含水层岩溶裂隙发育、水压高、富水性强、井下钻孔工程量大、施工工期长等安全技术难题,通过分析矿井近年来区域治理后工作面底板出水案例及特征,提出了地面定向钻孔超前区域治理底板岩溶水害技术。以陈四楼煤矿南翼九采区2901、2903试验工作面开采为背景,选取了L8灰岩含水层作为目标层位,设计了地面定向孔组的技术参数,并通过现场试验测试分析了治理前后的二2煤底板水压和各钻孔的吸水率。结果表明:注浆后各钻孔的吸水率呈现明显的下降趋势,Z2和Z3孔组钻孔平均吸水率分别下降97%和94%,经过定向钻孔超前注浆加固底板太原组上段灰岩后,岩溶裂隙得到了有效充填;治理后区内太原组上段L8灰岩内水压下降至1。2~4。2 MPa,且水压分布不再与地层埋深吻合,多呈孤岛状,太原组上段L8灰被改造为等效隔水层,底板突水系数下降至0。023~0。057 MPa/m。技术成功应用实现了极复杂地质构造下强突水危险性工作面的安全高效回采,为同类矿井相似型综采面的底板岩溶水害防治,探索出了一套新的方法。
Advance regional control of karst water hazard in floor with ground directional drilling in Chensilou coal mine
In order to further improve the effectiveness of regional treatment technology for karst water damage in mine floor under extremely complex geological structure,reduce the risk of water inrush from floor,and solve the safety technical problems such as karst fissure development,high water pressure,strong water richness,large amount of underground drilling engineering and long construction period in the upper limestone aquifer of Taiyuan Formation in the process of regional water damage treatment in mine,the technology of advanced regional treatment of karst water damage in floor by surface direction-al drilling is put forward through the analysis of the cases and characteristics of water inrush from work-ing face floor after regional treatment in recent years.Based on the mining of 2901 and 2903 test work-ing faces in No.9 mining area of the south wing of the Chensilou coal mine,the L8 limestone aquifer was selected as the target horizon,and the technical parameters of the ground directional hole group were designed.Through the field test,the water pressure of the coal floor and the water absorption rate of each borehole before and after the treatment were analyzed.The results show that the water absorp-tion rate of each borehole decreases obviously after grouting,and the average water absorption rate of boreholes in Z2 and Z3 borehole groups decreases by 97%and 94%respectively;karst fissures are ef-fectively filled after the limestone in the upper section of Taiyuan Formation is reinforced by directional drilling and advanced grouting.After treatment,the water pressure in the L8 limestone of the upper Taiyuan Formation in the area decreases to 1.2~4.2 MPa,and the water pressure distribution is no longer consistent with the buried depth of the stratum,mostly in an isolated island shape;the L8 lime-stone of the upper Taiyuan Formation is transformed into an equivalent aquifuge,and the floor water in-rush coefficient decreases to 0.023~0.057 MPa/m.The successful application of the technology has realized a safe and efficient mining of working face with strong water inrush risk in extremely complex geological structure,and explored a new set of water disaster prevention and control technology for floor karst water disaster in similar fully mechanized mining face of similar mines.

ground directional drillingadvanced drillinghigh pressure waterwater-resisting layergrouting reinforcement

赵伟、刘洲、王琦、李文江

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河南龙宇能源股份有限公司陈四楼煤矿,河南永城 476600

中煤科工西安研究院(集团)有限公司陕西省煤矿水害防治技术重点实验室,陕西西安 710077

地面定向钻孔 超前钻探 高承压水 隔水层 注浆加固

国家自然科学基金项目

U1710253

2024

西安科技大学学报
西安科技大学

西安科技大学学报

CSTPCD北大核心
影响因子:1.154
ISSN:1672-9315
年,卷(期):2024.44(1)
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